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![Damage prog[r]ession on rubble-mound breakwaters. Rubble mound breakwaters; Breakwaters; Coastal engineering; Flumes; Hydrodynamics. Sea Side 14 cm Harbor Side 40 cm. Figure 2.2. Definition sketch for typical structure profile —^ Table](https://c8.alamy.com/comp/RD2KT3/damage-prog-r-ession-on-rubble-mound-breakwaters-rubble-mound-breakwaters-breakwaters-coastal-engineering-flumes-hydrodynamics-sea-side-14-cm-harbor-side-40-cm-figure-22-definition-sketch-for-typical-structure-profile-table-21-experimental-plans-for-incipient-motion-experiments-plan-armor-type-armor-weight-wg-nominal-armor-dia-d=v-cm-struc-ture-slope-cote-off-shore-slope-cot-a-runup-down-meas-force-meas-1-core-loc-220-46-133-100-no-no-2-core-loo-105-36-15-20-no-no-3-stone-200-46-20-30-yes-no-4-sphere-58-303-20-30-yes-no-5-sphere-212-RD2KT3.jpg "Damage prog[r]ession on rubble-mound breakwaters. Rubble mound breakwaters; Breakwaters; Coastal engineering; Flumes; Hydrodynamics. Sea Side 14 cm Harbor Side 40 cm. Figure 2.2. Definition sketch for typical structure profile —^ Table")
Damage prog[r]ession on rubble-mound breakwaters. Rubble mound breakwaters; Breakwaters; Coastal engineering; Flumes; Hydrodynamics. Sea Side 14 cm Harbor Side 40 cm. Figure 2.2. Definition sketch for typical structure profile —^ Table
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平方根の問題です。わからないのは3(n+2)は(自然数)2乗の形ってとこから - Clearnote
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